This Thesis presents simulation of flow past laboratory-scale and full-scale tidal stream turbines (TST) using EDF's open-source CFD solver Code_Saturne. The work shows that detailed results may be obtained with confidence and that greater information on the loading and wake structure is available than other methods, such as blade element momentum theory.Results are obtained using a new sliding-mesh method that has been implemented in Code_Saturne as part of this work. The sliding-mesh method uses internal Dirichlet boundary conditions with values on the interface prescribed via a halo-point method. Parallel performance is optimised by a carefully-chosen method of exchanging information between specific processes. Validation is provided for flow past a rotating cylinder and a sphere.For the laboratory-scale TST, Reynolds-Averaged Navier-Stokes models are used to model turbulence. The k-omega-SST and Launder-Reece-Rodi (LRR) models yield good agreement with experimental values of power and thrust coefficients as a function of tip-speed ratio (TSR). The standard k-epsilon model is shown to perform poorly due to an overprediction of turbulent kinetic energy upstream of the rotor plane. The k-omega-SST model is then used to examine wake behaviour for parametric studies of turbulence intensity and TSR. Increased turbulence levels are shown to reduce the downstream propagation of the wake because of increased mixing. The near wake is influenced by the TSR, whilst the far wake is independent of TSR.The predicted effect of tidal conditions typical of the EMEC test site are considered for flow past Tidal Generation Limited's 1MW TST. The effect of sheared-velocity profiles leads to an increase in loading on an individual turbine blade at the point of a rotation where velocity shear is greatest. The effect of increased yaw angle leads to large fluctuations of the power coefficient, but smaller fluctuations of the thrust coefficient. Mean values of thrust and power decrease as a function of the cosine of the yaw angle and yaw angle squared respectively.

Rising energy demand, fossil fuel costs, and greenhouse gas emissions have led to a growing interest in renewable energy integration. Remote communities, often accompanied by high energy costs and abundant renewable energy resources, are ideal cases for renewable energy integration. The Queen Charlotte Islands, also known as Haida Gwaii, are a remote archipelago off the northwest coast of British Columbia, Canada that relies heavily on diesel fuel for energy generation. An investigation is done into the potential for electricity generation using both tidal stream and wave energy in Haida Gwaii. A mixed integer optimization network model is developed in a Matlab and GAMS software environment, subject to set of system constraints including minimum operational levels and transmission capacities. The unit commitment and economic dispatch decisions are dynamically solved for four periods of 336 hours, representing the four annual seasons. Optimization results are used to develop an operational strategy simulation model, indicative of realistic operator behaviour. Results from both models find that the tidal stream energy resource in Haida Gwaii has a larger potential to reduce energy costs than wave energy; however, tidal steam energy is more difficult to integrate from a system operation point of view and, in the absence of storage, would only be practical at power penetration levels less than 20%.

En dépit d’un développement opérationnel actuel seulement émergeant le long des côtes françaises, l’extraction de l’énergie cinétique des courants de marée par les hydroliennes apparaît, dès à présent, comme une solution prometteuse pour contribuer, localement, à la transition énergétique de territoires insulaires déconnectés du réseau électrique continental, ayant des besoins électriques limités, et situés dans des espaces naturels sensibles et/ou touristiques intégrant un patrimoine visuel à préserver. Ce travail de thèse se consacre à la modélisation numérique tridimensionnelle des impacts hydrodynamiques et sédimentaires d’hydroliennes d’axe horizontal déployées dans le site pilote d’implantation de fermes hydroliennes du Passage du Fromveur, au cœur du parc naturel marin d’Iroise, à la pointe Bretagne. Les simulations numériques se basent sur le modèle océanographique ROMS (« Regional Ocean Modelling System ») modifié pour intégrer un sous-modèle théorique de disque actuateur assimilant l’hydrolienne à un disque poreux opposant à l’écoulement une force équivalente à la poussée de la turbine. La méthode est validée avec des mesures effectuées en laboratoire dans le sillage d’un disque poreux de 10 cm de diamètre (D) immergé dans un courant permanent. Une résolution spatiale minimale égale à D/10 est nécessaire pour reproduire les observations. Après une étude de convergence numérique à échelle réelle, le modèle ROMS est appliqué, selon une approche gigogne de maillages imbriqués focalisée sur le Passage du Fromveur, pour examiner les interactions des sillages et les effets cumulés au sein d’un parc de huit turbines de 10 m de diamètre susceptible de satisfaire au besoin énergétique de l’île d’Ouessant. L’agencement des turbines suit les recommandations communément adoptées avec une disposition en quinconce et des espacements longitudinaux de 10D et latéraux de 5D. En condition de vive-eau moyenne, le désalignement du courant au pic de flot exacerbe les interactions entre sillages, réduisant la production énergétique du parc de près de 15 % par rapport à celle du pic de jusant. Ce déficit de production énergétique est limité à 2 % en ramenant l’espacement latéral des turbines à 3D. Les prédictions de ROMS sont enfin exploitées pour appréhender l’influence de cette dernière configuration de parc sur la dynamique sédimentaire locale. Les principaux effets attendus concernent (i) le dépôt de sédiments de plus de 2 mm de diamètre dans le sillage des dispositifs et (ii) la mise en mouvement de cailloutis de 5 cm de diamètre entre les sillages. / In spite of a present only emerging operational development along the coast of France, the extraction of the kinetic energy of tidal currents by turbines appears as a promising solution to contribute locally to the energetic transition of insulary territories that are not connected to the continental electricity grid, with limited power needs, and are located in protected and touristic natural areas with a visual heritage to preserve. This doctoral thesis was devoted to the three-dimensional numerical modelling of the hydrodynamic and sedimentary impacts induced by horizontal-axis turbines deployed within the pilot site of the Fromveur Strait, in the natural marine Iroise park, off western Brittany. Numerical simulations are performed with the oceanographic model ROMS (Regional Ocean Modelling System) modified to integrate a theoretical actuator-disk sub-model that assimilates the device to a porous disc opposing the flow with a force equal to the turbine’s thrust. This method was assessed against laboratory measurements within the wake of a porous disc with a diameter (D) of 0.1 m immersed in a permanent flow. A spatial resolution as small as D/10 was required to reproduce observations. After a numerical convergence study at full scale, ROMS was applied, using a nested grid approach targetted towards the Fromveur Strait, to examine wake interactions and cumulative effects within an array of height turbines of 10-m-diameter expected to fulfill the energy need of the island of Ushant. The array layout followed the commonly recommended staggered configuration with respective longitudinal and lateral spacings of 10D and 5D. During spring tidal conditions, the misalignment of the peak flood flow enhanced the wake interactions, reducing by about 15% the array power production in comparison with the peak ebb flow. This lack of power production capacity was lowered to 2% by reducing the lateral spacing to 3D. ROMS predictions were finally exploited to address the influence of this last array of turbines on the local sediment dynamics. Main effects were expected on (i) the deposition of sediments with diameter over 2 mm within the turbine wakes and (ii) the setting in motion of gravels with a diameter of 5 cm between the wakes.

Le développement des énergies renouvelables passe par l’exploitation de nouvelles sources d’énergie. La filière hydrolienne, dédiée à la récupération de l’énergie des courants de marée, est proche de l’industrialisation. Cependant, les conditions hydrodynamiques turbulentes des sites hydroliens sont encore mal connues. Cette thèse propose d’examiner à l’échelle locale l’effet des rugosités du fond marin sur la génération de tourbillons hautement énergétiques par la simulation numérique en mécanique des fluides de type méthode de Boltzmann sur réseau. Cette méthode est particulièrement adaptée à la simulation d’écoulements instationnaires sur un domaine de simulation complexe. Dans un premier temps, les phénomènes physiques de détachements tourbillonnaires sur des macro-rugosités canoniques sont décrits. L’appariement de structures tourbillonnaires est mis en évidence dans le processus de formation de tourbillons hautement énergétiques. Dans un deuxième temps, la simulation permet d’observer de tels phénomènes dans le cas d’écoulements environnementaux intégrant une bathymétrie réelle. Ces simulations, validées par rapport à des mesures in situ, mènent à une meilleure compréhension des effets du fond marin sur la turbulence en milieu hydrolien. En particulier, l’importance des failles géologiques dans la génération de turbulence dans la zone d’étude est mise en évidence. / Renewable energy development calls for exploitation of new energy resources. Tidal stream power harvesting is now close to the industrialisation step. Still, turbulent hydrodynamic conditions at tidal sites are not well understood. This thesis aims to investigate the local scale effect of sea bottom roughnesses on energetic vortex generation with computational fluid simulations using the lattice Boltzmann method. This method is highly indicated for unsteady flow simulations of complex domains. First, the physical phenomena involved in vortex emission around canonical macroroughnesses are described. Vortex merging is identified in the generation process of energetic vortices. Then, such physical events are reproduced in the case of environmental flow simulations using a real seabed morphology. These simulations are validated on in situ measured data, and lead to a better understanding of the sea bottom effect on tidal stream site turbulence. They demonstrate the role of geological faults on the local turbulence.

Co-location of offshore wind turbines at sites being developed for tidal stream arrays has been proposed as a method to increase capacity and potentially reduce the cost of electricity compared to operating either technology independently. This research evaluates the cost of energy based on capital expenditure and energy yield. It is found that, within the space required around a single 3 MW wind turbine, co-location provides a 10-16% cost saving compared to operating the same size tidal-only array without a wind turbine. Furthermore, for the same cost of electricity, a co-located farm could generate 20% more yield than a tidal-only array. These results are based on analysis of a case-study site in the Pentland Firth. Wind energy is assessed using an eddy viscosity wake model in OpenWind, with a 3 MW rated power curve and thrust coefficient from a Vestas V90 turbine. Three years of wind resource data is from the UK Met Office UK Variable (UKV) 1.5 km numerical model and corrected against a 400 m Weather Research and Forecasting (WRF) model run over the site. Tidal stream energy is modelled using a semi-empirical superposition of self-similar plane wakes, with a generic 1 MW rated power curve and thrust based on a full-scale, fixed-pitch turbine. Coincident tidal resource data is from the Forecasting Ocean Assimilation Model (FOAM) at 7.5 km resolution and correlated with a 150 m ADvanced CIRCulation model (ADCIRC). Wave parameters are corrected from ERA-Interim data with six months of wave buoy data. Multiple tidal turbine array layouts are considered, with maximum tidal energy generated for a staggered array with spacing of 20 tidal turbine diameters, Dt , streamwise and 1.5Dt cross-stream. However, cheapest cost of electricity from the tidal-only array, was found for a single row of turbines, due to minimal wake effects. Laboratory experiments were undertaken to validate the superposition wake model for use with large, shared support structures. Two rotors mounted either side of a central tower generate a peak wake velocity deficit 70% greater than predicted by superposition. This was due to high local blockage and a complex near-wake structure, with a corresponding increase in tower drag of 9%. Further experiments evaluated the impact of oblique inflow on turbines yawed at +/-15 degrees. These results validated a theoretical cosine correction for thrust coefficient and characterised the centreline wake drift with downstream distance. Extreme environmental loads for a shared support structure, compared to structures for wind-only and tidal-only, have also been modelled. A non-linear wave model was used to represent a single wave form with 1% occurrence for each hour of time-series data. Overturning moment about the base of a shared support, with one wind and two tidal turbines, was found to be 4.5% larger than for a wind-only turbine in strong current and with turbines in different operational states. Peak loads across the tidal array were found to vary by 2.5% and so little load reduction benefit could be gained by locating a shared support in a more sheltered area of the array.